HomeMy WebLinkAboutApis&Mahlon-StormDrainImp RCFC fY•
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RIVERSIDE COUNTY F CONT
LOOD ROL
J
RVAT +
AND WATER CONSE ION DISTRICT
Q100 ( ULT.) = 118 .2 CFS o�
LINE " M' CITY OF TEMECULA ASSESSMENT DISTRICT NO . 159 ���
SHEET N0.21, 4 to
LHIGHWAY
M- 1" RIVERSIDE COUNTY
/ Q100 ( ULT .) = 614. 0 CFS NO. 2 & 4 BOUNDARY
Q100 ( INT.) = 800 .0 CFS Q100 ( ULTJ = 432 .6 CFS
ULT.) = 9.1 CFS RppO N"� RpAn EAsm
CITY O .P
IINTJ = 25 .7 CFS CALIFORNIA A°oA n
L . TI; l\/IrCUL A 4
END PROJECT p�°
END PROJECT �� Y,ES� z INDEX SHEET NO :
M
79 SOUTH VNIof Oil I
r
10, o g2 1
a vd °Ao tiA TITLE SHEET
� � _ i �yla PnuaA ,� CJl't M 4 MAINLINE PLAN AND PROFILE 2 3
o - r ���-r r1 ��� - r J �' ' aN O��G ep4 k0 CONNECTOR PIPE PROFII.E/DETAIL SHEET 4
r Z J . > Im ��� qQR p"YI °° oQo 5°° OFFSITE GRADING PLAN 5
_ c�yy r I— _
~ J") I ��� f? 1D r C J )�I 1 W 1.� T - �'`n ,� d p�0 WEST Pp4+ 4
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BEGIN PROJECTv °
N �
19 \ �� RANCH A
9q BEGIN PROJECT — �— _ _ I "�' x1G AA��'ay��k oT~v �a �r ° pro
CHANNEL O
-� —
TEMECULA CREEK Q100 ( ULT.) = 444A CFS pro
Q100 ( INTJ = 18 . 9 CFSFOygS 4ARKwAY
Q100 ( ULT.) = 742 .7 CFS INDEX MAP VICINITY. MAP ' v
Q100 INT.) = 840 .2 CFS a°v4 ,e 4eepER cp4�� pAly�
\ SCALD 1' = 500' NOT TO SCALE ;
0 500 1000 1500 2000 WAY —
°v
n
GENERAL NOTES : °wW¢
CONSTRUCTION NOTES AND QUANTITY ESTIMATES BENCHMARK DESCRIPTION
1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS
ITEM DESCRIPTION UNIT QUANTITY SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE ELEVATION: 1120.588 DATE: 4-7. 81 .
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON 2-1/2" BRASS
MAINTENANCE NOTES
64 CONSTRUCT MANHOLE NO, 2 PER RCFC&WCD STD. EA 2 SPECIALMOU STANDARD DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DISK IN CONCRETE CYLINDER. 5 MILES SOUTHEAST ON HIGHWAY 79 FROM THE
DWG. MH252 DRAWINGS DATED MAY 1971,
INTERSECTION OF MAIN AND FRONT STREETS 1N TEMECULA, 41' NORTH OF HIGHWAY 79,
4' WEST OF POWER POLE #1623426E ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS
67 INSTALL RIPRAP (SIZES AS SHOWN ON PLANS) THE FOLLOWING ITEMS ARE TO BE INSPECTED AND MAINTAINED BY 2. IF ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD WITNESS POST 1 FOOT NORTH OF MONUMENT.
1/ TON / N0. 2 BACKING CY 2,521 / 5I CONTROL, THEN CONTACT- THIS OFFICE AT .9 0 97275-127 7. AFTER THE PERMIT
I#2THICK GRAVEL BLANKET CY -- 675— - RIVERSIDE COUNTY FLOOD CONTROL AND WATER, CONSERVATION
DISTRICT: IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.
MIRAFI 700 OR EQUIVALENT FILTER FABRIC SF - 26540 3, CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD
72 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. EA 1 TX 12' REINFORCED CONCRETE BOX CULVERT (LINE "W") FROM STATION CONTROL: CONTACT-THIS OFFICE -AT— - 9092754288. THE DISTRICT MUST BE NOTICE /
DWG. M803 12 + 68.70 TO STATION 23 + 3022AS SHOWN ON SHEET 2, NOTIFIED TWO WEEKS PRIOR TO CONSTRUCTION.
73 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD EA 13— 96' REINFORCED CONCRETE PIPE (LINE "S") FROM STATION 28 + 35.84 TO 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE THE CONTRACTOR SHALL NOTIFY THE COUNTY (OR DISTRICT, AS APPROPRIATE) IN
STD. DWG. M816 STATION 35 + 18.63 AS SHOWN ON SHEET 3 ; NOTED. WRITING A MINIMUM OF TWO WEEKS BEFORE BEGINNING CONSTRUCTION, AND SHALL
74 REMOVE HEADWALL, RIPRAP AND CONCRETE SILL EA 2 54" REINFORCED CONCRETE PIPE (LINE "M"� AS SHOWN ON SHEETS 2 AND 4' 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE- NOT BEGIN CONSTRUCTION BEFORE OBTAINING AUTHORIZATION TO PROCEED.
CENTERLINE INTERSECTION STATION.
82 INSTALL REINFORCED CONCRETE PIPE PER )
RCFC& D SPECIFICATIONS : (SIZES AS SHOWN ON ALL MANHOLES AND OTHER STRUCTURES REQUIRED TO COMPLETE THE 6, FORTY-EIGHTHOURSBEFORE EXCAVATION, CALLUNDERGROUNDSERVICEALERT UNDERGROUND STRUCTURES •
CONSTRUCTION OF THE ABOVE MAINLINE PIPE AND CULVERT. 1-800-422-4133,
96" RCP ( 1330-D)/96" C.I.P.P. (ALT.) LF 441 THE FOLLOWING ITEMS ARE TO BE INSPECTED AND MAINTAINED BY 7• ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
54" RCP ( 1500-D) LF 8 CALTRANS: r 3c G.S. DATUM,
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR
27" RCP 1500-D LF 88 / 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR
( ) 27" REINFORCED CORCRETE PIPE (LINE "M- 1") AS SHOWN ON SHEETS 2 AND 4. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO . AGREES TO ASSUME LIABILITI
11 9. ELEVATIO AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE
42 —RCP 050.0 - D — LF -- - " 10 CIS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
87 - - INSTALL-GORRU ATED METAL-- PIPE—PER— — -- - EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE
.—MANUFAC I SPEFICATIONS LF 100 10. OPENINGS' RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT
103 INSTALL SINGLE BOX CULVERT PER CALTRANS DWG. LF 918 CULVERT PIPES PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED VARIANCE WITH THATREPORTED OR SHOWN ON RECORDS EXAMINED; THE CONTRACTOR
PROTECT THE OR
D80 (H' X S' AS SHOWN ON PROFILE) WITH 6" OF CLASS "B" CON ETE. UIRED TO E
DUE PRECAUTIONARY MEASURES TO
STRUCTURES SHOWNAND ANY OTHER UTILITIES N
TIES OR STRUCTURES FOUND ATILITIES THE SITE.
Q 104 CONSTRUCT MANHOLE NO. 3 PER RCFC&WCD STD. EA 2 11, BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
DWG. MH253 ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWINGS 2-D213.3 AND UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK
V 2-D177 FOR CONCRETE BACKFILL IN TRENCHES. ALL OTHER PIPE SHALL CONFORM
105 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER EA 3-- TO RCFC&WFCD STD. DWG, M815.
RCFC&WCD STD. DWG, JS226
106 INSTALL CHAIN LINK FENCE PER RCFC&WCD STD. LF I23 12, BH- 1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORTS DATED UNAU 111ORIZEDll CA GES CX• USES
JUNE 11, 1991 AND JUNE 19, 1991. LOCATIONS SHOWN APE APPROXIMATE.
DWG. M801
13. "V" IS THE DEPTH OF IN OF CATCH BASINS MEASURED FROM THE TOP OF CURB CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
110 CONSTRUCT MODIFIED CONCRETE COLLAR PER EA 1 TO INVERT OF CONNECTOR PIPE. LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO
DETAIL SHEET NO. 4
THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE
14. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT PLANS.
111 INSTALL WIRE FENCE PER RCFC&WCD STD. DWG. M818 LF 1,580' — -- EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. OF CIVIL
EN COUNCIL
m � OF CIVIL ENGINEERS
102 CONSTRUCT-TRANSITION STRUCTURE NO : I PER - 15 ALL CURBS , GUTTERS , SIDEWALKS , DRIVEWAYS AND OTHER EXISTING 8c LAND SURVEYORS
i RCFC - a - WCD STD :- DWG -NO . TS301 — - EA - --- - 1 IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME, ,.
ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS
115 INSTALL TYPE OMP TEMPORARY DRAINAGE INLET EA 1 OTHERWISE NOTED ,
PER CALTRANS STD. DWG. D75 16i PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM. TO JUNCTION ,
STRUCTURE NO. 4 (JS 229)UNLESS OTHERWISE NOTED.
32 INSTALL - -6 " CL 315 PVC SLEEVE C' EA 16
/GQ ' ii• BENCH MARK : REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO .
RANPAC ENGINEERING CORP . AND County of Riverside ASSESSMENT DISTRICT NO . 159
/`"' 1 27447 Enterprise Circle West WATER CONSERVATION DISTRICT r 7 0 -04897 0 —O49
u. ( Ivn Hann jarr iIl Temecula , California 92590 SEE ABOVE RIGHT RECOMM DED 0 ROVAL BY : APPR ED BY : APP VED BY - APIS ROAD , SI DRAWING NO .
m r / Tel . ( 9os ) 676 -7000
SUBMITTED BY : �A ` A N- .NAIL CIRCLE 7 _ 233
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W �-• 0 ( ',d%/ REGI TE ED CIVIL NG NEER N0 , 49980 91 FOR TRANSPORTATION DEPARTM No .f STORM DRAIN =- PLANS
DATE : I - 27 " g4 EXP . 6 0 / 97 REF . DESCRIPTION APPR DATE DATE : DATE : RIVERSIDE COUNT�C , CALIF . DATE : { ��� TITLE SHEET 1 OF 5 i
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- - pOFESS/p / TEMh GRATE INLET 2.S2t0.3, B _
BENCH MARK : REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO . 1
./1J y �rPN Ttio ti
RANPAC ENGINEERING CORP . AND County of Riverside ASSESSMENT DISTRICT No . 159
lU6g U v z ' 27447 Enterprise Circle West WATER CONSERVATION DISTRICT ? - O - � 48
z No. 3O927 m m i ' " Temecula , California 92590 RECOMMENDED F - ROVAL BY : APPRO BY : APP D B . AP�IS, -ROAD-( FUT, ST ) DRAWING NO ,
Exp. 3 - 31 - 96 v Tel . ( 909) 676 7000
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DATE : 3//G/ 90 EXP . 3 / 31 / 96 REF . ' DESCRIPTION � APPR � DATE
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offG2ANH/C SCALE : " - 40 ' , STD . DWG. M8/6
32 INSTALL 6 " CL 315 PVC SLEEVE
L. r �N'� BENCH MARK : REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO .
Qtr tio�yFy� RANPAC ENGINEERING CORP . AND I County Of Riverside ASSESSMENT DISTRICT N0, . 159
Z pd3131 - m m Temecula ,
(09)i 676 -7000590 IRECOMM DED FO A ROVAL BY : APPRO D BY : I APP D B . — DRAWING NO .
_ __ 27447 Enterprise Circle West WATER CONSERVATION DISTRICT 7 - 0 - 049.
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r MAH.LON-- VAIL_CIR-CLE , ( FUT. - ST. )
Exp. 3 - 31 - 9G SEE SHEET N0. 1 �_ 7 - 233
�ryT CIViL Q�`P SUBMITTED BY : f�ya p /� /�� /� �+
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REGISTERED CIVIL ENGINEER N0 , 30927 FOR TRANSPORTATION PEPARTM4 T I
DATE : 3//5/92 EXP . 3 / 31 / 96 REF . DESCRIPTION APPR DATE DATE : DATE : 4 (26�9 RIVERSIDE COUNTY , CALIF . DAT ':� �! / - LINE-'- - -- `S �J OF rJ
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JUNCTION STRUCTURE _ NO. / JUNCTION STRUCTURE NO. /
5 ' O ' 5 ' 5 ' O ' S ' r I
��� pS�yC��2 BENCH MARK : REVISIONS RIVERSIDE COUA�TDY FLOOD CONTROL . COUY� t Of Riverside ASSESSMENT DISTRICT N0 . 15g PROJECT N0 . �
RANPAC ENGINEERING CORP .
WATER CONSERVATION DISTRICT y 7 0- 048 7.- 0 - 049
w - y z 27447 Enterprise Circle West
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* Exp. 3 - 31 - 9G � Tel . ( 899) 676 - 7000 SEE SHEET N0. 1 RECOMM�BED FORZOVAL BY : APPR D BY : AP D BY ~ �_FU'C°_ S`TREE 'C � - . DRAWING N0 .
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REGISTERED CIVIL ENGINEER NO . 30927 9. q ) FOR TRANSPORTATION DEPARTMENT i C.ONNECTOR. . PIPE PROFILES .-
DATE : 3//6/92 EXP . 3 / 31 / 96 REF . DESCRIPTION APPR DATE DATE : DATE : RIVERSIDE COUNTY , CALIF . DATE : 4 OF tJ
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ysPN L' ry�`�2 RANPAC . ENGINEERING CORP . BENCH MARK : REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0 .
w OQ -y1" 27447 Enterprise Circle West ER CONSERVATION DIST CANDounty of Rivers 1 de ASSESSMENT . DISTRICT NO . 159
It ez No. 3Gs27 �, m Temecula ; California 92590 OFFSITE 'T GRADING PLAN ?- 0 - 048
* Exp. 3 . 31 - 9G * Tel . ( 909 ) 676 -7000
FOR APPR Y : VED BY : A PROM. D - t_ , DRAWING N0 .
\`pry CIVIL P�`P SUBMITTED BY : �//� - SEE SHEET NO . 1 RE PLANNING NGDEND _._� ? - 233
OFCAUFO 4% GIN CHIEF ENGI
' EGISTERED CIVIL ENGINEER N0 , 30927 FOR TRANSPORTATION D'EPARTMEN / / f � � SHEET N0 .
DATE : 3//Co�92 EXP . 3 / 31 / 9,6 " REF . DESCRIPTION APPR DATE DA DATE : RIVERSIDE COUNTY , CALIF . DATE : ( ` f LINE W 1rj . OF 5